Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995056 DEA: 061E7804 EFIS: 0622000083
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-49.3/50.4,55.5/56.6
Work Description: WROUGHT IRON FENCE, PLANTING AND IRRIGATION.
Location Description: KERN COUNTY IN MCFARLAND AND DELANO FROM 0.1 MILE SOUTH OF SHERWOOD AVENUE TO 0.1 MILE NORTH OF PERKINS AVENUE AND FROM ROUTE 155/99 SEPARATION TO CECIL AVENUE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Travis Landas
DIME Sample ID: 2024-04-18-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 04/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/18/2024
The quantity of what the sample constitutes: 40 pound bags
A brief description of the sample: Native Soil
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Collected at jobsite
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CTM 231 test location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-04-18-16-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/19/2024
Date Tested: 04/18/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: NB 99 Sherwood overcrossing slope paving subgrade @.5'-1'BFG variable per plan 27ft wide X 63 ft long
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1878 g/cc
|
|
Count or Density 1
|
1724 g/cc
|
|
Count or Density 2
|
1318 g/cc
|
|
Count or Density 3
|
1266 g/cc
|
|
Standard Count Moisture
|
628 g/cc
|
|
Moisture Count 1
|
160 g/cc
|
|
Moisture Count 2
|
116 g/cc
|
|
Moisture Count 3
|
155 g/cc
|
|
Sum of Count or Density
|
4308 g/cc
|
|
Average of Count or Density
|
1436 g/cc
|
|
Sum of Moisture Count
|
431 g/cc
|
|
Average of Moisture Count
|
144 g/cc
|
|
Count Ratio Density
|
0.76
|
|
Count Ratio Moisture
|
0.23
|
|
Calculated Percent Relative Compaction
|
86.4 %
|
|
Reported Percent Relative Compaction
|
86 %
|
DIME Test ID: 2024-04-18-16-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/19/2024
Date Tested: 04/18/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: NB 99 @ Sherwood Ave Overcrossing subgrade @0.5'-1' BFG variable 27' wide X63' long
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
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No
|
|
In-place wet density
|
1.84
|
|
Highest adjust wet density
|
2.13
|
|
Relative compaction
|
86
|
|
% Moisture
|
no data
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Optimum Moisture
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no data
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